日本建築学会論文報告集

表紙

原稿種別: 表紙
1984 年 336 巻 p. Cover1-
発行日: 1984/02/28
公開日: 2017/08/22

DOIhttps://doi.org/10.3130/aijsaxx.336.0_Cover1

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目次

原稿種別: 表紙
1984 年 336 巻 p. Cover2-
発行日: 1984/02/28
公開日: 2017/08/22

DOIhttps://doi.org/10.3130/aijsaxx.336.0_Cover2

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CONTENTS

原稿種別: 目次
1984 年 336 巻 p. Toc1-
発行日: 1984/02/28
公開日: 2017/08/22

DOIhttps://doi.org/10.3130/aijsaxx.336.0_Toc1

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奥付

原稿種別: 目次
1984 年 336 巻 p. Toc2-
発行日: 1984/02/28
公開日: 2017/08/22

DOIhttps://doi.org/10.3130/aijsaxx.336.0_Toc2

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帯筋を持つコンクリート角柱の軸圧縮実験と 3 次元 FEM 解析 : 有限要素法による鉄筋コンクリート部材の 3 次元弾塑性解析

井上範夫

原稿種別: 本文
1984 年 336 巻 p. 1-10
発行日: 1984/02/28
公開日: 2017/08/22

DOIhttps://doi.org/10.3130/aijsaxx.336.0_1

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First, experimental studies of concrete prisms with hoops subjected to axial force only are presented to clarify the three dimensionl behavior of colums, such as the confining effect by the hoops. This behavior is caused by the dilatancy of concrete in plastic region. Next, their simulation analysis is presented. It was executed by three dimentional non-linear Finite Element Method, wherein a reinforced concrete column was considered as being composed of core concrete, cover concrete, reinforcing steel and the bond between concrete and steel. In core concrete, the improvement of strength and ductility were represented by assuming three dimensional plasticity theory. The prisms were analysed in order to establish the non-linear parameter of concrete in the yield function, which was assumed in the constitutive equation. Here the vertical strain of concrete and strain of hoops were compared with the observed values. As the result, good agreement was obtained when an adequate non-linear parameter was adopted. This analysis is the simplest application model for a reinforced concrete column, which can be said to represent the compressive side of a column subjected to earthquake loads.

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日本における建築物設計用の基準風速分布図

中原満雄, 田村幸雄, 浅見豊, 新堀喜則, 吉川祐三

原稿種別: 本文
1984 年 336 巻 p. 11-20
発行日: 1984/02/28
公開日: 2017/08/22

DOIhttps://doi.org/10.3130/aijsaxx.336.0_11

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以上, 1929〜1977年の年最大風速に基づいて, 日本各地の気象官署における50年再現期待値を算出した。更に気象官署の分布密度を考慮して地理的位置および大規模地形の影響のみを反映した基準風速の2m/sピッチ等風速線図および5m/sピッチ等風速領域図を, できる限り客観的かつ再現性のある方法で作成した。また, その作成手順を明確に示すことによって問題点の抽出を容易にした。これによって, 従来あまり議論されなかった問題点や構造物の設計風速を得るための風観測の方法等を見直す上での一助となれば幸いである。本研究は日本建築学会の風荷重小委員会(主査・室田達郎)のワーキンググループ1(主査・田村幸雄)の活動の一環として行われたものである。貴重な御意見をいただいた同委員会の委員各位, 年最大風速値の収集に御協力いただいた京都大学防災研究所・光田寧教授ならびに労動省産業安全研究所・木下鈞一氏に深謝の意を表します。

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ランダム振動理論による剛性低下型多層構造物の実用的地震応答解析 (梗概)

尾崎昌凡, 安田征一郎, 石井勝

原稿種別: 本文
1984 年 336 巻 p. 21-33
発行日: 1984/02/28
公開日: 2017/08/22

DOIhttps://doi.org/10.3130/aijsaxx.336.0_21

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建物内を伝播するせん断波速度による実在建物の構造特性の評価

大場新太郎

原稿種別: 本文
1984 年 336 巻 p. 34-41
発行日: 1984/02/28
公開日: 2017/08/22

DOIhttps://doi.org/10.3130/aijsaxx.336.0_34

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In this study, we have placed special emphasis on the velocity of propagation of shear waves through the building segment to evaluate individually the characteristics of the buildings. The study consists of the following 3 steps : first, to investigate the way of impact delivery and the properties of propagated waves with regard to a structurally simple building; secondly, to measure the shear wave velocity in several buildings of different structure and examine the resulting data; finally, to assess, in theoretical analysis, the applicability of this method by comparing the theoretical with the measured values. In the experiment constituting the first and second steps of the study, a horizontal impact force, exerted by about 15 persons, was imposed on the top of the building. Propagation of this wave motion was observed on each floor by vibration sensors. Shear wave velocities (sVs) measured for representative buildings of 3 different structural types are as follows : Steel frame : sVs=200〜300m/sec. Concrete encased column as part of steel frame : sVs=370m/sec. Concrete encased steel frame : sVs=450〜700m/sec. Buildings of the same structural type differ as to the above values principally depending on whether or not they are constructed with earthquake resisting walls or braces. In the case of a structurally simple building, theoretical examination ensured that the above measured values agree well with the theoretical values.

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オートクレーブ養生軽量気泡コンクリート (ALC) 部材の基本的曲げ強度性状 : オートクレーブ養生軽量気泡コンクリート部材の強度性状の研究その 1

松村晃

原稿種別: 本文
1984 年 336 巻 p. 42-52
発行日: 1984/02/28
公開日: 2017/08/22

DOIhttps://doi.org/10.3130/aijsaxx.336.0_42

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本報で明らかにした事項は, 以下のようである。(1)コンクリートの応力度ひずみ度曲線は普通コンクリートに比し最大応力度までは直線に近く, 平均的に(6)式で代表できる。(2)通常使用される9φ以下の細径鉄筋は, 養生の影響により養生前より降伏点が上昇する傾向がある。(3)曲げひびわれモーメントは鉄筋比の大きいものほど大きく現われ, (9)式で近似できる。(4)曲げ材の降伏および終局強度, ならびに強度と変形の関係は, (6)式および図5に示す係数値を用い, 鉄筋コンクリートと同様な手法で解析することができる。終局モーメント値は, 応力ブロック係数k_1=0.71, k_2=0.39, k_3=1, ε_u≒0.35%として, 鉄筋コンクリートの終局曲げ強度式でよく推定できる。(5)圧縮鉄筋は普通の鉄筋コンクリートの場合に比し, 剛性の増大に著しい効果がある。(6)ALC板材の表層に打設されたモルタル層は, 付着性を向上すれば容易に合成効果を期待し得る。(7)設計基準(1983)による曲げの許容値はp_<tb>以下の場合, 破壊安全率が長期設計で約2.6短期設計で約1.7以上, ひびわれ安全率が長期設計で約1.2短期設計で約0.8以上をそれぞれ確保できると思われる。なお, 上記は既述のように主筋の付着定着強度が実用上十分であるとの前提で成るものである。

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耐震壁の側ばり・側柱の接合部に関する回転剛性を考慮したブレース置換法 (梗概)

井上正文, 富井政英

原稿種別: 本文
1984 年 336 巻 p. 53-65
発行日: 1984/02/28
公開日: 2017/08/22

DOIhttps://doi.org/10.3130/aijsaxx.336.0_53

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空間形態要素の円形射影の数式的表現 (2) : 射影の応用研究その 1

岡本俊二, 西安男, 小島武男

原稿種別: 本文
1984 年 336 巻 p. 66-76
発行日: 1984/02/28
公開日: 2017/08/22

DOIhttps://doi.org/10.3130/aijsaxx.336.0_66

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In former issue of this paper, the authors stated about the functions derived for replacement of defining equations given to the form element to get the equations of projection. Here, as part 2・1 they show their way to reach the equations of projections of curved surfaces from their defining equations and they represent some examples. The examples represented here are for circular cones and cylinders in their standard positions on the projecting plane, all of them being derived from the oblique circular cone by specialization. Elliptic surface and some surfaces of revolution derived by specialization will be discussed in following part 2.2 of this paper.

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材料表面の湿度境界層に関する実験的研究

稲葉一八, 大澤徹夫, 宮野秋彦

原稿種別: 本文
1984 年 336 巻 p. 77-83
発行日: 1984/02/28
公開日: 2017/08/22

DOIhttps://doi.org/10.3130/aijsaxx.336.0_77

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湿気伝達特性に関する基礎的資料を求めるため系統的な実験により材料表面付近の水蒸気圧分布等を中心に測定, 検討し次の結論を得た。(1)材料表面近傍における水蒸気圧低下率曲線は, 無風時の場合, 湿流方向によって異なり, 下向湿流時の曲線こう配が最も緩やかで次いで水平湿流, 上向湿流の順となるが, 水平と上向湿流の曲線には殆ど違いは見られない。(2)湿気流量と水蒸気圧こう配は, 湿流方向および基準風速に関係なく, 略比例関係にある。(3)材料表面近傍の水蒸気圧分布曲線を延長して得られる材料表面との交点は, 材料表面の水蒸気圧にごく近い値を示す。(4)湿度境界層厚は, 表面付近の風速の増大に伴って減少するが, 0.5m/sまでの範囲における変化が大きく, それ以上では極めてわずかとなる。

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居住環境に対する住民の評価回答の安定性に関する研究

久野覚, 岡垣晃

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1984 年 336 巻 p. 84-91
発行日: 1984/02/28
公開日: 2017/08/22

DOIhttps://doi.org/10.3130/aijsaxx.336.0_84

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The stability of inhabitants' answers to various items to their surroundings was measured by analyses of several sorts of panel data using Suzuki's correspondence ratio, C(γ). The mainly analyzed data consists of the following three panel data. Subjects were all housewives. 1) the panel data with a half year interval at a region in Tokyo; Subjects were asked about degrees of dissatisfaction and importance of 50 items to their surroundings. 2) the panel data with two year interval at two regions in Tokyo; The questionaite was the same as 1)'s. 3) the panel data with one year interval at six regions in Tokyo and a neighboring city; Subjects were asked about 4 synthetic estimation items to their surroundings. The main results from the analysis of 50 items are the following. 1. The stability measured by the data with a half year interval is higher than two year interval. 2. The stability of dissatisfaction of items for amenity to indoor space is higher than the others. 3. The stability of importance of items for security is higher than the others. As the number of the data of 4 synthetic estimation items was enough, the relation between attributes could be analyzed. The following tendencies were obtained. 1. In the old generation each stability of 4 items is much the same. 2. The people who possess houses have higher stability than the other.

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住宅利用形態の類型化とその階層構成 : 公的賃貸住宅居住層の多層化現象論 1

竹下輝和, 青木正夫, 弘永直廉, 江上徹

原稿種別: 本文
1984 年 336 巻 p. 92-99
発行日: 1984/02/28
公開日: 2017/08/22

DOIhttps://doi.org/10.3130/aijsaxx.336.0_92

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We can think that there are two types of main themes in policy of public housings. One is the theme of trying to ensure utilizing them on the premise that people dwell for ever. The other is the theme of trying to make the most of them by preferentially giving temporary dwellings to households with housing problems. In our county, the latter was naturally taken under the housing shortage after World War II because the doctrine of the housing policy was mass supply. At present the upgrade of housing standard in quality is a greater subject, and it is more important to know the utilization form, that is, how public housings are utilized by households. In this paper, we classify the forms of utilizing public housings into the six types by the number of dwelling years and house moving consciousness, and we clearly explain characteristics of social strata shown by each form.

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歴史的既成市街地内居住地における住宅型と設備空間の関係 : 金沢市におけるケース・スタディ No.3

玉置伸〓, 近藤達男

原稿種別: 本文
1984 年 336 巻 p. 100-111
発行日: 1984/02/28
公開日: 2017/08/22

DOIhttps://doi.org/10.3130/aijsaxx.336.0_100

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The discover in our first thesis was that the size of lot frontage had been converging to 5.4 meters (3 "Ken" as to housing frontage) in historically built-up areas. The conclusions in our last thesis was that there were four typical housing plan types in historically built-up area and that the size of frontage was decided by the combination of passage space and living space in housing plan, and that it was 3 Ken (5.4 meters) size that had been meeting for the minimum demand for passage and living space. This paper deals with the position of eguipment space on each typical housing plan type. The conclusions are as follows, that is, each equipment such as toiletroom, kitchen and bathroom has its inherent position on housing plan. And their positions are prescribed by frontage size by typical housing plan type. So, by frontaqe size, forms of typical housing plan types are described, its containing the passage space, living space and equipment space.

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要求文の述語論理的分析 : 設計思考活動の測定方法に関する基礎的研究 (その 1)

谷口興紀

原稿種別: 本文
1984 年 336 巻 p. 112-120
発行日: 1984/02/28
公開日: 2017/08/22

DOIhttps://doi.org/10.3130/aijsaxx.336.0_112

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This is the foundamental study of how to measure of "design-thinking" in each field of architecture without referring to the other accidental field. I assumed that "design-thinking" is to give some property to objects or put certain objects in certain relations. To explicate the thought we must make clear "property", "relation" and "object" without referring to the above other fields. This why the view of predicate logic is introduced. Following the devision of design situation into form and context like S. Chermayeff and C. Alexander, I adopt the devision of form and requirements. Requirements are satisfied by the form which is the result of design-thiaking or, conversely, the form must satisfy requirements at issue. If we let mediate the designer, we can say that the designer is given complex of requirements and must consider complex of requirements or think many requirements at the same time. By the predicate logical analysis of requirements, namely, the conversion of a requirement to logical formula we get uinits by which we must get the measure of design-thinking. 33 basic requirements in "Community and Privacy" (S. Chermayeff & C. Alizander) as the complex of requirements are analyised in Table-I. There is an application of the synthetic aspects of designing using these logical formulae in "On a Measurement of Desinging and Predicate Logic" in "The memoires of the faculty of engineering Fukuyama University" 4th issue, 1983.

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教育関連施設における複合施設の設置条件と施設相互関連の特性について : 都市における教育関連施設の複合化計画に関する研究 (1)

谷口汎邦, 熊谷昌彦

原稿種別: 本文
1984 年 336 巻 p. 121-131
発行日: 1984/02/28
公開日: 2017/08/22

DOIhttps://doi.org/10.3130/aijsaxx.336.0_121

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On the basis of its research, the study is to recommend the kind of public social mixed-use facilities of education required to accommodate social needs in the present and future and develop a building system which would satisfy these requirements. The purpose of the present study is to investigate the allocation of public social mixed-use facilities of education in urban areas and classify the mixed-use from the point of an operationl collaboration. The main results derived from the analysis on these investigations are as follows : (1) Mixed-use buildings are evaluated with respect to these criteria. The constraints on land and buildings (the material resources available to satisfy the demand f social space of education) and the current pattern of social facilities of education as allocation of material resources to meet the demand for space in communities. (2) Mixed-use buildings would be tactically useful in urban areas of high population density and areas of long-term municipal city. Especially in terms of a child welfare institution, a majority of public social facilities of eduation are "Mixed-use" in urban areas of 120 persons/Ha (3) There are mainly two or three different uses in "Mixed-use" whose most competent authority are the same. (4) There are various degrees to which the building space of two different uses can be intergrated. More than 90% of these are the case separate buildings are located on the same site or two different activities are Iocated in a single building on a single site. Most the former cases have only mix of physical space between uses. Some the latter cases have mix of physical space and functional relationship or an operational collaboration between uses. (5) The major reciprocal relations in quality are interdependence of activities and operational collaboration. Reciprocal relations between uses from the view point of an operational collaboration are classified into three types. "Only mix of physical space", "Mix of physical space and maintenance collaboration" and "Mix of physical space, maintenace and management collaboration". It is pertinent to consider some of the functional, architectual, operational features of a mised-use building itself.

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住宅保証制度の研究 : その 2 フランスの新制度 1

松本光平

原稿種別: 本文
1984 年 336 巻 p. 132-137
発行日: 1984/02/28
公開日: 2017/08/22

DOIhttps://doi.org/10.3130/aijsaxx.336.0_132

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The French new warranty system of building which was reformed by the law on the 4th January 1978 and executed on the 1st January 1979 is composed of three very characteristic subsystem; liability system, inspection system and insurance one, which are expected to give a solution to the problems of the old system reported previously. The objective of the study reported herein is to examine the characteristics of the liability system and inspection one in the new system. On the insurance system, the author will report in the part 3. The principal characteristics of the new system are summarised as follows; 1) On the liability system, a) the ten years liability is applied restrictedly to damages which injure the apptitude of use or the solidity of building, b) the two years guarantee is applied to the other defects of building in consideration of the harmonization with the industrialization of building, c) the producer, vendor and importer of industrialized building elements bear the joint liability with the contructor, d) the liability of constructor to make good all disorders which appear in one year after the reception of building is legislated, though it depended on a contruct in the old system, and e) the reception of building is defined in detail by the law. 2) On the inspection system, a) the inspection is requested by the orderer of building though by the architect or the contructor in the old system, b) the inspection intervenes in all process of building, from design to execution, by the request in order to prevent mainly the probable defects and damages affecting the solidity or the safty of building, c) the inspection hs indispensable in the construction of certain buildings, d) the inspector must be approved by the government, e) the inspector is prohibited to hold also the business of design, execution or estimation, and f) the liability of inspector is legislated.

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中世における日蓮宗富士門流の伽藍と建築 (その 2)

丹羽博亨

原稿種別: 本文
1984 年 336 巻 p. 138-144
発行日: 1984/02/28
公開日: 2017/08/22

DOIhttps://doi.org/10.3130/aijsaxx.336.0_138

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This paper is deals with the system and sighificance of Fuji-monryu temple in the Nichiren sect through the old records of the middle ages. In this study, 1. The disposition of compounds were investigated for any representative temple. And its were appeared that three build-ing style were in existence at the temple of Fujimonryu. 2. The style of reception hall and its directions for use were elucidated for the main temples, priests lodges and branch temples. 3. The significance of temple compounds, architecture and each building were investigated. were obtained.

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北野天満宮本殿と舎利信仰

黒田龍二

原稿種別: 本文
1984 年 336 巻 p. 145-149
発行日: 1984/02/28
公開日: 2017/08/22

DOIhttps://doi.org/10.3130/aijsaxx.336.0_145

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This paper tries to clarify the constitution of religious space in main shrine of Kitano-Tenmangu, paying attention to the thought connecting Shintoism and Buddhism (Shinbutsu-shugo). The concluding summary is as follows : (1) The tradition in "Kitano-Engi" ("The origin of Kitano-Tenmangu") says that : the form of the shrine was the "three-eave" type at the foundation of Tenmangu in the middle of the 10th century. This form was probably influenced by the Hie-style shrine which still exists in Hie-Taisha. (2) From document of the 14th century, we know that, at that time, it was then, as now, a four-eave style, and that a little pagoda in which Buddha's ashes were kept was under the back eave. (3) People used to go to the back of the shrine to pray to Buddha's ashes. The religious spatial composition is a considerable expression of the close relationship between Buddhism and Shintoism. Compared with Hie-style shrines, this architecture reflects a progression towards simplicity.

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ギリシア・アルカイク期神殿建築の空間概念 : 神殿及び神話に於ける空間的思惟の相同性その 2

竺覚暁

原稿種別: 本文
1984 年 336 巻 p. 150-157
発行日: 1984/02/28
公開日: 2017/08/22

DOIhttps://doi.org/10.3130/aijsaxx.336.0_150

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In 750 B. C., the Greeks added the pteron to the first of the temples of Hera at Samos (the naos hekatrmpedon, c. 800 B. C.). The addition of the pteron brought differentiation of two aspects of spatial composition on the temple, i. e. the temple obtained the external appearance and therefore the naos became true interior space. This spatial differentiation closely correspond to the mythological spatial thinking on agriculture in Greek myth. That is, the naos is the metaphor of the underground which is the chthon, and the pteron is that of the terrestial world.

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近代建築の展開とその社会 : 2. 新即物主義とバウハウスにおける思想の展開プロセス

鈴木一

原稿種別: 本文
1984 年 336 巻 p. 158-168
発行日: 1984/02/28
公開日: 2017/08/22

DOIhttps://doi.org/10.3130/aijsaxx.336.0_158

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I studied these three flowing phenomena in the developmental processes of Modern Architecture, these are 1. from German Expressionism to Neue Sachlichkeit, 2. from Sachlichkeit to Neue Sachlichkeit, 3. changed design philosophy in the Bauhaus. Expressionist architecture has an individual-cultural tendency, because it's architecture depends deeply on the architect's intuitive Ausdruck. This architecture flourished in the revolutional chaos. But since 1923, the current has changed to the Neue Sachlichkeit. The ideology is a materialistic ideal to realize needs of the age technically, and has a universal-civilizational tendency. In England which was more advanced nation than Germany, Schinkel and Muthesius paid great attention to the buildings and the daily goods without old styles and decorations. They called this faithful beauty Sachlichkeit. In German, the Sachlichkeit became a slogan to modernize art and architecture of the age. These Sachlichkeit including Expressionist's Sachlichkeit, had an individual-cultural tendency, because Muthesius' still remained vernacular in character and Expressionist's was intuitive. Since 1923, this Sachlichkeit also changed to Neue Sachlichkeit. The Bauhaus started with revolutionary expressionism or guild-socialism, so it will be said that, it has an individual-cultural tendency in the early period. But since 1923, Weimar republic overcame the chaos and the pessimism of civilization, and had constructive period, the Bauhaus changed it's design philosophy, known as Gropius' "Art and Technoloy-A New Unity", Moholy=Nagy's "Constructivism", and H. Meyer's "Function×Economy". These had a universal-civilizational tendency. Thus, these flowing phenomena changed their basic outlook "from the individualism of oultures to the universalism of civilization". This phenomenon will be a flowering of modern architecture.

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SI 単位の換算率表

原稿種別: 付録等
1984 年 336 巻 p. App1-
発行日: 1984/02/28
公開日: 2017/08/22

DOIhttps://doi.org/10.3130/aijsaxx.336.0_App1

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